Civil Plans_19660_20260213_OPW_[A-B]

                                                                            LEGEND
                                                                                       156              EXISTING CONTOUR (0.5m INTERVAL)

                                                                                                        EXISTING EDGE OF BITUMEN

                                                                                                        EXISTING KERB & CHANNEL

                                                                                      D                 EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                             XX         XX        XX        XX        XX        XX        XX         XX        XX         XX        XX            XX            XX            XX          XX        XX          XX        XX              XX                 XX              XX             XX                XX                  XX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 XX
                                                                                      EO                EXISTING ELECTRICAL OVERHEAD




                                                                                                                                                                                                       XX
                                                                                      T                 EXISTING TELCO (RECORDS)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            XX
                                                                                      S                 EXISTING SEWER (RECORDS)                                                                                                                                                                                                                                                                                                                                                                                                                             117




                                                                                                                                                                                                       XX
                                                                                      W                 EXISTING WATER (RECORDS)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       117
                                                                                       156              PROPOSED CONTOUR (0.5m INTERVAL)




                                                                                                                                                                                                       XX
                                                                                                        PROPOSED TOP OF BANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  XX
                                                                                                        PROPOSED TOE OF BANK                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING DWELLING




                                                                                                                                                                                                       XX
                                                                                                        PROPOSED 'V' DRAIN INVERT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            XX
                                                                                                        PROPOSED BUILDING PAD




                                                                                                                                                                                                       XX
                                                                                      110.00            PROPOSED FINISHED LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       XX
                                                                             WT115.00 WB114.00          PROPOSED WALL LEVELS (TOP / BTM)




                                                                                                                                                                                                       XX
                                                                                                        PROPOSED GROUTED ROCK RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  XX
                                                                                       XX               PROPOSED 'NO CLEARING ZONE'                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7




                                                                                                                                                                                                       XX
                                                                                                        PROPOSED CONSERVATION COVENANT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            XX
                                                                                                        PROPOSED CLEARING AND GRUBBING EXTENTS




                                                                                                                                                                                                       XX
                                                                                                        PROPOSED EARTHWORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       XX
                                                                                CUT            FILL                                                                                                                                                                                                                                                                                                                                                                                                                                                             117




                                                                                                                                                                                                       XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            117                                                                                                                                                                                WT116.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WB114.77
                                                                             PRELIMINARY EARTHWORK VOLUMES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WT116.38
                                                                                               CUT VOLUME (TO NOMINAL ROAD SUBGRADE)        2460 m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8

                                                                                                                                                                                                       XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WB114.93




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            XX
                                                                                               FILL VOLUME                                  2380 m³

                                                                             NOTES
                                                                             1. NO ALLOWANCE MADE FOR STRIPPING.
                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      XX
                                                                             2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WT115.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       116
                                                                             3. ALLOWS FOR A 375mm BOXING DEPTH FOR ROAD PAVEMENT.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WB114.84
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            116
                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REFER DRAWING C100 FOR CONTINUATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 XX
                                                                             EROSION & SEDIMENT CONTROL NOTES
                                                                                                                                                                                                       XX




                                                                             THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.                                                                                                                                                                                                                                                                                                                                                                                                                     SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SF
                                                                             THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO                                                                                                                                                                                                                                                                                                                                                                                                                                       SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                            XX
                                                                             SUIT THE PROPOSED CONSTRUCTION METHODOLOGY.                                                                                                                                                                                                                                                                                                                                                         115                                                                                         115                         SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SF                                                                   114
                                                                                                                                                                                                       XX




                                                                             THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL
                                                                             BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:




                                                                                                                                                                                                                                                                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SF
                                                                                                        CLEAN WATER DIVERSION IECA STD DRG DC-01
                                                                                                                                                                                                       XX




                                                                                                        DIRTY WATER DIVERSION     IECA STD DRG DC-01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9




                                                                                                                                                                                                                                                                                                                                                                                                                                                  XX
                                                                                          SF            SEDIMENT FENCE            IECA STD DRG SF-01 & 02                                                                                                                                                                                                                                                                                                             114
                                                                                                                                                                                                       XX




                                                                                                        INLET FILTER SOCK         IECA STD DRG FS-01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SF
                                                                                                                                                                                                                                                                                                                                                                                                                                             XX
                                                                                                        CHECK DAM                 IECA STD DRG RCD-01
                                                                                                                                                                                                       XX




                                                                                                        SITE ENTRY / EXIT         IECA STD DRG EXIT-01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   113




                                                                                                                                                                                                                                                                                                                                                                                                                                        XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                              113
                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                                                   XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    112.93                                                           112.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          112
                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                                              XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                   112
                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6




                                                                                                                                                                                                                                                                                                                                                                                                                         XX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              112.90                                                                                        112.62
                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                                    XX
                                                                                                                                                                                                                                                                                                                                                                                                                                         111
                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                               XX
                                                                                                                                                                                                       XX




                                                                                                                                                                                                                                                                                                                                                                                                          XX
                                                                                                                                                                                                       XX          XX        XX        XX        XX        XX        XX         XX        XX        XX         XX            XX            XX            XX          XX        XX          XX        XX
                                                                                                                                                                                                                                                                                                                                                                                                                                        SF                       SF                    SF                         SF                  SF          SF              SF                SF                         SF                 SF               SF              SF                SF              SF




                                                                                                                                                                                                                                                                                                                                                                                                                   21                                                                                                                                                                                                                             22
                                                                                                                                                                                                                                                                                                                                                                                                                SP285519                                                                                                                                                                                                                       SP285519
C:\Users\Ken\appdata\local\temp\AcPublish_7180\#19660_CI_OPW.dwg




                                                                                                                                                                                                                                                                                                                         0             4             8             12 m
                                                                                                                                                                                                                                                                                                         SCALE 1:250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REFER DRG NO C002 FOR PROJECT NOTES

                                                                   COPYRIGHT ©                                                                                      Associated Consultants                         Client                                                                                                                            Drawn                          Verified                        Project                                                                                                                       Drawing Title                                                                                                    Scale                        Sheet Size
                                                                                                                                                                    SURVEYOR                                                                                                                                                                         KL                             DR
                                                                   This drawing is subject to
                                                                   copyright in accordance with                                                                     Brian Naismith Development Consultant
                                                                                                                                                                                                                   SURVEYOR PTY LTD                                                                                                                                                                                 30 POTTERY STREET, POMONA                                                                                                     EARTHWORKS PLAN AND ESC CONTROL                                                                                          1 : 250                   A1
                                                                   the agreement between TOD                                                                                                                                                                                                                                                         Designed                       Verified
                                                                   Consulting Pty Ltd (tc) and tc's                                                                 T: 0477 925 871 E: [email protected]                                                                                                                                     KL                             DR                              PROPOSED RESIDENTIAL SUBDIVISION                                                                                              SHEET 2 OF 2                                                                                                     Drawing Number
                                                                   client. This drawing shall only
                                                                   be used for this specific project.                                                                                                                                                                                                                                                Approved                       RPEQ No                         RP DESCRIPTION                          LOT 496 MCH 591                                                                                                                                                                                                 19660-C101
                                                                   This drawing shall not be used                                                                                                                                                                              Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190                D REYNOLDS                     9072                            LOCAL AUTHORITY                         NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                    MCU APPROVAL                            -                                    HORIZ DATUM GDA2020 Z56                                                 0         10         20          30        40       50        60                          Sheet                            Revision
                                                                   for construction until marked as                                                                                                                                                                                       PO Box 61, Noosaville, QLD 4566                            Signed
                                                                                                         A    03.11.25   OPW SUBMISSION                      KL                                                                                                                                                                                                                                                     ROL APPROVAL                            RAL19/0014                           VERT DATUM AHD
                                                                   'Issued For Construction' in the
                                                                   revision description.                Rev    Date      Revision Description               Drawn
                                                                                                                                                                                                                                                                               [email protected]     www.todconsulting.com
                                                                                                                                                                                                                                                                                               ABN 39 128 805 336                                                                                    03.11.25       OPW APPROVAL                                                                 RL DATUM                                                                    MEASUREMENT BAR - INCREMENTS IN mm                                                            5 of 17                    A